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<br />SCOPE <br />CONCLUSIONS <br />TABLE OF CONTENTS <br />1 <br />1 <br />SITE CONDITIONS 1 <br />PROPOSED CONSTRUCTION 2 <br />ANALYSIS PROFILE 3 <br />ANALYSIS TECHNIQUES 4 <br />RESULTS OF ANALYSES 5 <br />DISCUSSION 7 <br />ADDITIONAL INVESTIGATION 8 <br />L I P7ITAT I ONS 8 <br />• FIG. 1 - VICINITY MAP <br />FIG. 2 - PROPOSED FILL TOPOGRAPHY (DESIGN I) <br />FIG. 3 - SECTION .A-A (ANALYSIS CONDITIONS) <br />FIG. 4 - CRITICAL CIRCLE LOCATIONS <br />FIG. 5 - CRITICAL CIRCLE C-1 (DRY CONDITIONS) <br />FIG. 6 - CRITICAL CIRCLE C-1 (WATER TABLE N0. 1) <br />FIG. 7 - CRITICAL CIRCLE C-1 (WATER TABLE N0. 2) <br />FIG. 8 - CRITICAL CIRCLE C-1 (WATER TABLE N0. 3) <br />FIG. 9 - SLIDING BLOCK FAILURE SURFACES NOS. 1 AND 2 <br />FIG. 10 - PERCHED WATER CONDITION <br />TABLE I - SUMMARY OF ANALYSES <br />REFERENCES <br /> <br />